Rotating crack model with transition to scalar damage

Journal of Engineering Mechanics

Volumn 124, Issue 3, 1998, Pages 277-284

  Jirásek, Milan ^a   Zimmermann, Thomas ^a  

^a EPFL   (Switzerland)

Author keywords

[No Author keywords available]

Indexed keywords

CONCRETE; ROTATING CRACK MODEL;

EID: 0031821897     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(1998)124:3(277)     Document Type: Article

References (22)

1. Arrea, M., and Ingraffea, A. R. (1981). "Mixed-mode crack propagation in mortar and concrete." Dept. of Struct. Engrg. Rep. 81-13, Cornell University, Ithaca, N.Y.
2. Bažant, Z. P. (1983). "Comment on orthotropic models for concrete and geomaterials." J. Engrg. Mech., ASCE, 109(3), 849-865.
3. Bažant, Z. P. (1984). "Imbricate continuum and its variational derivation." J. Engrg. Mech., ASCE, 110(12), 1693-1712.
4. Bažant, Z. P., and Lin, F.-B. (1988). "Nonlocal smeared cracking model for concrete fracture." J. Struct. Engrg., ASCE, 114(11), 2493-2510.
5. Bažant, Z. P. (1994). "Nonlocal damage theory based on micromechanics of crack interactions." J. Engrg. Mech., ASCE, 120(3), 593-617.
6. Blaauwendraad, J., van den Berg, F. J. M., and Merks, P. J. G. (1983). "The use of the rough crack model of Walraven and the fictitious crack model of Hillerborg in F. E. analysis." Preprints William Prager Symp. on Mech. of Geomaterials: Rocks, Concrete, Soils, Z. P. Bažant, ed., Northwestern University, Evanston, Ill., 643-646.
7. de Borst, R. (1986). "Non-linear analysis of frictional materials," PhD thesis, Delft University of Technology, Delft, The Netherlands.
8. Droz, P. (1987). "Modèle numérique du comportement non-linéaire d'ouvrages massifs en béton non armé," PhD thesis, Swiss Federal Institute of Technology at Lausanne, Switzerland.
9. Dvorkin, E. N., Cuitiño, A. M., and Gioia, G. (1990). "Finite elements with displacement interpolated embedded localization lines insensitive to mesh size and distortions." Int. J. Numer. Methods in Engrg., 30, 541-564.
10. Glemberg, R. (1984). "Dynamic analysis of concrete structures." Publ. 84:1, Dept. of Struct. Mech., Chalmers University of Technology Göteborg, Sweden.
11. Hordijk, D. A. (1991). "Local approach to fatigue of concrete," PhD thesis, Delft University of Technology, Delft, The Netherlands.
12. Jirásek, M. (1998). "Comparison of nonlocal models for damage and fracture." LSC Internal Rep. 98/02, Swiss Federal Institute of Technology, Lausanne, Switzerland.
13. Jirásek, M. and Zimmermann, T. (1997). "Rotating crack model with transition to scalar damage: I. Local formulation, II. Nonlocal formulation and adaptivity." LSC Internal Rep. 97/01, Swiss Federal Institute of Technology, Lausanne, Switzerland.
14. Klisinski, M., Runesson, K., and Sture, S. (1991). "Finite element with inner softening band." J. Engrg. Mech., ASCE, 117(3), 575-587.
15. Larsson, R., and Runesson, K. (1996). "Element-embedded localization band based on regularized displacement discontinuity." J. Engrg. Mech., ASCE, 122(5), 402-411.
16. Li, Y.-J., and Zimmermann, T. (1994). "An enhanced rotating crack model." Computational modelling of concrete structures, H. Mang, N. Bićanić, and R. de Borst, eds., Pineridge Press, Swansea, U.K., 113-122.
17. Lotfi, H. R., and Shing, B. B. (1995). "Embedded representation of fracture in concrete with mixed finite elements." Int. J. Numer. Methods in Engrg., 38, 1307-1325.
18. Rots, J. G. (1988). "Computational modeling of concrete fracture," PhD thesis, Delft University of Technology, Delft, The Netherlands.
19. Rots, J. G. (1992). "Removal of finite elements in strain-softening analysis of tensile fracture." Fracture mechanics of concrete structures, Z. P. Bažant, ed., Elsevier, London, U.K., 330-338.
20. Simo, J. C., Oliver, J., and Armero, F. (1993). "An analysis of strong discontinuities induced by strain softening in rate-independent inelastic solids." Int. J. Comp. Mech., 12, 277-296.
21. Slowik, V. (1995). "Beiträge zur experimentellen Bestimmung Bruchmechanischer Materialparameter von Beton." Build. Mat. Rep. No. 3, ETH Zürich (detailed results obtained by private communication).
22. Willam, K. J. (1984). "Computational aspects of concrete mechanics." Concrete mechanics, cooperative research between institutions in the Netherlands and the USA, P. Gergely et al., eds., 81-109.